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SABCO CONSULTING ENGINEER, jC. Title: DEPHILLIPS., .;;IDENCE Job#20069 <br /> 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 9:47AM, 29 DEC 20 <br /> EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS AND <br /> SPECIFICATIONS 5 <br /> 1/D <br /> Scope: FRAMINF AT BATHROOM REMODEL 1/ �Q <br /> -Rev: 580000 - - _ - --- ------ - <br /> User KW-0605036,Ver 5.8.0,1-Dec-2003 Page 1 <br /> (c)19awm83-2003 ENERCALC Engineering Software GeneralTimber a. <br /> n9 beams.ecw Ca{oulations <br /> Description Existing 2x12 W/NEW 2X 12 SCABS @ 16"o.c. SUPPORTING NEW BATHTUB AT <br /> BATHROOM REMODEL <br /> General Information Base aAowables are user defined ' <br /> Section Name 2-2x12 Center Span 13.50 It . . . ..Lu 0.00 It <br /> Beam Width 3.000 in Left Cantilever ft . . . . .Lu 0.00 ft <br /> Beam Depth 11.250 in Right Cantilever It . . .. .Lu 0.00 ft <br /> Member Type Sawn HF#2 <br /> Fb Base Allow 850.0 psi <br /> Load Dur.Factor 1.000 Fv Allow 150.0 psi <br /> Beam End Fixity Pin-Pin FcAilow 405.0 psi <br /> E 1,300.0 ksi <br /> Trapezoidal Loads <br /> #1 DL @ Left 33.00 #/ft LL @ Left 54.00 #/ft Start Loc 0.000 It <br /> DL @ Right 33.00 #Jtt LL @ Right 54.00 #/ft End Loc 4.000 It <br /> #2 DL @ Left 33.00 #oft LL @ Left 75.00 #/ft Start Loc 4,000 ft <br /> DL @ Right 33.00 #/ft LL @ Right 75.00 #/ft End Loc 10.000 It <br /> #3 DL @ Left 33.00 #/ft LL @ Left 54.00 #/ft Start Loc 10.000 ft <br /> DL @ Right 33.00 #/ft LL @ Right 54.00 #!ft End Loc 13,500 ft <br /> Summary Beams Design OK <br /> Span=13.50ft, Beam Width=3.000in x Depth=11.25in,Ends are Pin-Pin <br /> Max Stress Ratio 0,516 : 1 <br /> Maximum Moment 2.3 k-ft Maximum Shear* 1.5 1.0 k <br /> Allowable 4.5 k-ft Allowable 5.1 k <br /> Max. Positive Moment 2.31 k-ft at 6.804 It Shear. @ Left 0.65 k <br /> Max. Negative Moment 0.00 k-ft at 0.000 it @ Right 0.65 k <br /> Max @ Left Support 0.00 k-ft Camber @ Left 0.000 in <br /> Max @ Right Support 0.00 k-ft @ Center 0.080 in <br /> Max.M allow 4.48 Reactions... @ Right 0.000in <br /> fb 438,43 psi fv 29,00 psi Left DL 0.22 k Max 0.65 k <br /> Fb 850.00 psi Fv 150.00 psi Right DL 0.22 k Max 0.65 k <br /> Deflections <br /> Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load <br /> Deflection -0.053 in -0,162 in Deflection 0.000 in 0.000 in <br /> ...Location 6.750 ft 6.750 ft ...Length/Defl 0.0 0.0 <br /> ...Length/Deft 3,039.7 997.15 Right Cantilever... <br /> Camber(using 1.5"D.L.Defl)... Deflection 0.000 in 0.000 in <br /> @ Center 0.080 in ...Length/Deft 0,0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br />